The principle mechanical properties required in road stones are
Satisfactory resistance to crushing under the roller during construction.
Adequate resistance to surface abrasions under traffic.
This is about types of shear failure in soil, describe all the three types of the bearing capacity failure of soil.
This is prepared by (Abdullah Kawkas Galaly) a student in civil engineering department at Salahaddin University in Erbil-Kurdistan region.
This is about types of shear failure in soil, describe all the three types of the bearing capacity failure of soil.
This is prepared by (Abdullah Kawkas Galaly) a student in civil engineering department at Salahaddin University in Erbil-Kurdistan region.
This test method is used to determine the time of setting of the cement by VICAT
needle apparatus.
The knowledge of the setting time of the cement is always helpful in deciding the time duration
to mix, transport, place and compact the concrete effectively.
We always prefer a larger initial setting time so that we can mix, transport and place the
concrete easily. According to ASTM specifications, the initial setting time shall not be less
than 45 min but in the field we prefer an initial setting time not less than 90 min.
A smaller value of the final setting time is always preferred in order to avoid large expenditures
on the formwork. According to most of the specifications, the final setting time shall not be
greater than 10hrs and shall not be less than (90 + 1.2 x (initial setting time)) min.
This presentation is of Penetration Test for Bitumen. Penetration test measures the hardness or softness of bitumen by measuring the depth in tenths of a millimeter to which a standard loaded needle will penetrate vertically in 5 seconds.
There are different grades of Bitumen used for the civil (especially for roads works) work. This presentation consists of the aim, significance, about the apparatus used procedure, noting the reading, Bis recommendation values and IRC recommendation values, precautions,
To determine the grade of given bitumen. The penetration test is used as a measure of consistency. Higher values of penetration indicate softer consistency.
For full course visit our website
https://www.machenlink.com/course/foundation-engineering/
Description
Wash boring is a fast and simple method for advancing holes in all types of soils.
Boulders and rock cannot be penetrated by this method.
The method consists in first driving a casing through which a hollow drill rod with a sharp chisel or chopping bit at the lower end is inserted.
Water is forced under pressure through the drill rod which is alternately raised and dropped and also rotated.
The resulting chopping and jetting action of the bit and water disintegrate the soil.
The cutting is forced up to the ground surface in the form of soil − water slurry through the annular space between the drill rod and the casing.
The change of soil stratification could be guessed from the rate of progress and the colour of wash water.
The samples recovered from the wash water are almost valueless for interpreting the correct geotechnical properties of soil.
For full course visit our website :
https://www.machenlink.com/course/foundation-engineering/
Follow #MachenLink
Facebook: https://www.facebook.com/machenLink/
Linkedin: https://www.linkedin.com/company/machenlink/
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Workability of concrete is defined as the ease and homogeneity with which a freshly mixed concrete or mortar can be mixed, placed, compacted and finished. Strictly, it is the amount of useful internal work necessary to produce 100% compaction.
Mainly this presentation covers about how to understand and analyse soil as highway sub-grade material..
discussed about the basic properties of soil, classification of soils, tests to conduct on soil and how soil can be selected as highway material..
This slideshare provides geotechnical engineers and nondestructive testing professional with information on low strain impact integrity testing of deep foundations and piles.
This test method is used to determine the time of setting of the cement by VICAT
needle apparatus.
The knowledge of the setting time of the cement is always helpful in deciding the time duration
to mix, transport, place and compact the concrete effectively.
We always prefer a larger initial setting time so that we can mix, transport and place the
concrete easily. According to ASTM specifications, the initial setting time shall not be less
than 45 min but in the field we prefer an initial setting time not less than 90 min.
A smaller value of the final setting time is always preferred in order to avoid large expenditures
on the formwork. According to most of the specifications, the final setting time shall not be
greater than 10hrs and shall not be less than (90 + 1.2 x (initial setting time)) min.
This presentation is of Penetration Test for Bitumen. Penetration test measures the hardness or softness of bitumen by measuring the depth in tenths of a millimeter to which a standard loaded needle will penetrate vertically in 5 seconds.
There are different grades of Bitumen used for the civil (especially for roads works) work. This presentation consists of the aim, significance, about the apparatus used procedure, noting the reading, Bis recommendation values and IRC recommendation values, precautions,
To determine the grade of given bitumen. The penetration test is used as a measure of consistency. Higher values of penetration indicate softer consistency.
For full course visit our website
https://www.machenlink.com/course/foundation-engineering/
Description
Wash boring is a fast and simple method for advancing holes in all types of soils.
Boulders and rock cannot be penetrated by this method.
The method consists in first driving a casing through which a hollow drill rod with a sharp chisel or chopping bit at the lower end is inserted.
Water is forced under pressure through the drill rod which is alternately raised and dropped and also rotated.
The resulting chopping and jetting action of the bit and water disintegrate the soil.
The cutting is forced up to the ground surface in the form of soil − water slurry through the annular space between the drill rod and the casing.
The change of soil stratification could be guessed from the rate of progress and the colour of wash water.
The samples recovered from the wash water are almost valueless for interpreting the correct geotechnical properties of soil.
For full course visit our website :
https://www.machenlink.com/course/foundation-engineering/
Follow #MachenLink
Facebook: https://www.facebook.com/machenLink/
Linkedin: https://www.linkedin.com/company/machenlink/
Twitter: https://twitter.com/MachenLink
Workability of concrete is defined as the ease and homogeneity with which a freshly mixed concrete or mortar can be mixed, placed, compacted and finished. Strictly, it is the amount of useful internal work necessary to produce 100% compaction.
Mainly this presentation covers about how to understand and analyse soil as highway sub-grade material..
discussed about the basic properties of soil, classification of soils, tests to conduct on soil and how soil can be selected as highway material..
This slideshare provides geotechnical engineers and nondestructive testing professional with information on low strain impact integrity testing of deep foundations and piles.
Construction and demolition waste constitutes a major portion of total solid waste production in the world, and most of it is used in land fills. One way of profitable use of wastes is the possibility of treating and reusing as aggregates in new concrete. In this paper, construction and demolition Wastes, have been studied for effective utilization in concrete. The study objective was to determine the quality of recycled aggregate such as the crushing value, absorption, density, attainable grade of concrete, and establishing the structural properties of the fresh as well as hardened concrete. The study was achieved by doing different tests on the recycled aggregates, Specimens preparation and assessment of properties of concrete in both fresh and hardened states.
An experimental laboratory study on utilisation of e waste as a partial repla...eSAT Journals
Abstract
The Growth in the Electronics sector has been rapid and this rapid growth is due to continuous upgradation of technology and introduction of new technologies to the market. This has led to one of the fastest growing solid waste in the world, simply called as E-waste. India is the 5th highest e-waste producer in the world. The rapid increase in the construction activity in India, has resulted in huge demand for the aggregates to be used in the concrete. This has led to depletion of natural resources and adverse changes in the environment. This rapid development in the infrastructure sector has led to shortage of natural sand. This paper outlines the experimental work carried for utilisation of e-waste as a partial replacement for the fine aggregates. Strength tests and durability tests are conducted on hardened concrete. Results show that the partial use of E- waste as fine aggregates results in much higher workable and less dense concrete. This study gives an Economic, environment friendly and efficient disposal method for E-waste to be used as a partial replacement to the fine aggregates in concrete.
Keywords: E-waste, M-Sand, Fine aggregate replacement, Concrete, Durabilityetc.
An experimental study on mud concrete using soil as a fine aggrgate and ld sl...eSAT Journals
Abstract Aggregates are important ingredients of concrete. Sand is used abundantly after air and water. The extensive use of these natural resources is exploiting the environment every day. many alternative materials are being used, viz., slag sand, manufactured sand, quarry dust etc., as fine aggregates; Materials such as steel slag, blast furnace slag are being used as replacement for coarse aggregates. This paper reports the result of different mixes obtained by partial replacement of Natural coarse aggregates (NCA) and complete replacement of fine aggregates (FA) by alternative material such as LD slag and Natural soil respectively. This paper reports the result of different mixes obtained by partial replacement of natural coarse aggregates (CA) and complete replacement of fine aggregates (FA) by alternative material such as LD slag and Natural soil respectively. The wet compressive strength ranged from 16MPa to 20MPa for cubes made of Natural Sand and Natural Coarse Aggregates MIX-D. The wet compressive strength ranged from 18-26MPa for MIX-A; The value obtained for MIX-A was found to be 20% more compared to MIX-D. The split tensile strength ranged from 1.16-1.51MPa for MIX-A, it was concluded that, the mud concrete mix prepared with soil and LD slag gave the satisfactory result which was intended to achieve by normal conventional concrete mix MIX-D. The flexural strength ranged from 3.04-3.41MPa for MIX-A and 2.84-3.45MPa for M4, , it was concluded that, the mud concrete mix prepared with soil and LD slag gave the satisfactory result which was intended to achieve by normal conventional concrete mix. The mud concrete with Soil and LD slag cut down the cost of mix up to 43% when compared with normal conventional concrete of equivalent grade. Keywords: MUD Concrete, LD Slag, NCA, Alternative Materials, Wet Compressive Strength.
Experimental Investigation of Floating slab Incorporated with Pumice stone an...Prasanth Gowthama
This experimental deals with floating concrete precast slab with addition of vermiculite and pumice. Buoyancy plays major role on floating objects. In order to design a floating concrete slab Light Weight Concrete (LWC) plays a prominent role in reducing the density and to increase the thermal insulation. Light weight concrete (LWC) is formed by Natural aggregate, synthetic light weight aggregate. Vermiculite is a light weight and cheap product because of its thermal resistance has become a valuable insulating material. The density of these concrete varies from 750 Kg/m³ to 2050 Kg/m³. Pumice is a natural graded light weight coarse aggregate which has a dry density of 1200 Kg/m³ to 1450 Kg/m. The light Weight Concrete (LWC) M20 using the light weight coarse aggregate as Pumice stone as a full replacement to 100%, light weight fine aggregate as Vermiculite as a replacement of fine aggregate to 75 %. The Cement (Ordinary Portland cement) is partially replaced by Fly Ash up to 50 % and some other mineral admixture are added which are Steel Fibre and Super plasticizer (SP 430) are added. An experimental work concludes in which the compression strength of conventional mix has higher strength and weight. Due to floating condition the specimen must have less density so, specific proportion has low density while comparing to other mix. Even though the mix 4 has low strength but it has low density and it is used in precast floating slab. The slab is designed to float above the datum line and with a load carrying capacity of 1.5 kN. The mix also yields on compressive and split tensile strength of 5.07 N/mm2 and 2.17 N/mm2.
The present day world is witnessing construction of very challenging and difficult civil engineering structures.
Researchers all over the world are attempting to develop low density or lightweight concrete by using different admixtures in concrete up to certain proportions.
This study deals with the development of Floating concrete by using lightweight aggregate (Pumice stone, Vermiculite) and Aluminium powder as an air entraining agent.
Introduction on aggregate impact testing machine pptAbhishek Sagar
Toughness is the property of a material to resist impact. Due to traffic loads, the road stones are subjected to the pounding action or impact and there is possibility of stones breaking into smaller pieces. The road stones should therefore be tough enough to resist fracture under impact. A test designed to evaluate the toughness of stones
Apparatus for Aggregate Impact Test
The apparatus as per IS 2386 (Part IV) - 1963 consists of
(i) A testing machine weighing 45 to 60 kg and having a metal base with a painted lower surface of not less than 30 cm in diameter. It is supported on a level and plane concrete floor of a minimum 45 cm thickness. The machine should also have provisions for fixing its base.
(ii) A cylindrical steel cup of internal diameter 102 mm, depth 50 mm and minimum thickness 6.3 mm.
(iii) A metal hammer or tup weighing 13.5 to 14.0 kg the lower end being cylindrical in shape, 50 mm long, 100.0 mm in diameter, with a 2 mm chamfer at the lower edge and case hardened. The hammer should slide freely between vertical guides and be concentric with the cup. Free fall of the hammer should be within 380±5 mm.
(iv) A cylindrical metal measure having an internal diameter of 75 mm and depth of 50 mm for measuring aggregates.
(v) Tamping rod 10 mm in diameter and 230 mm long, rounded at one end.
(vi) A balance of capacity not less than 500g, readable and accurate up to 0.1 g.
The property of a material to resist impact is known as toughness. Due to movement of vehicles on the road the aggregates are subjected to impact resulting in their breaking down into smaller pieces. The aggregates should therefore have sufficient toughness to resist their disintegration due to impact. This characteristic is measured by the impact value test. The aggregate impact value is a measure of resistance to sudden impact or shock, which may differ from its resistance to gradually applied compressive load.
Procedure of Aggregate Impact Test
The test sample consists of aggregates sized 10.0 mm 12.5 mm. Aggregates may be dried by heating at 100-110° C for a period of 4 hours and cooled. (i) Sieve the material through 12.5 mm and 10.0mm IS sieves. The aggregates passing through 12.5mm sieve and retained on 10.0mm sieve comprises the test material. (ii) Pour the aggregates to fill about just 1/3 rd depth of measuring cylinder. (iii) Compact the material by giving 25 gentle blows with the rounded end of the tamping rod. (iv) Add two more layers in similar manner, so that cylinder is full. (v) Strike off the surplus aggregates. (vi) Determine the net weight of the aggregates to the nearest gram(W). (vii) Bring the impact machine to rest without wedging or packing up on the level plate, block or floor, so that it is rigid and the hammer guide columns are vertical. (viii) Fix the cup firmly in position on the base of machine and place whole of the test sample in it and compact by giving 25 gentle strokes with tamping rod. (ix) Raise the hammer until its lower face is 380 mm above the surface of aggregate sample in the cup and allow it to fall freely on the aggregate sample. Give 15 such blows at an interval of not less than one second between successive falls. (x) Remove the crushed aggregate from the cup and sieve it through 2.36 mm IS sieves until no further significant amount passes in one minute.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
2. PRINCIPLE:
The principle mechanical properties
required in road stones are
• Satisfactory resistance to crushing under the
roller during construction.
• Adequate resistance to surface abrasions
under traffic.
5. PROCEDURES:
(i) The aggregates passing through 12.5mm and
retained on 10mm IS Sieve are oven-dried at
a temperature of 100 to 110oC for 3 to 4hrs.
(ii) The cylinder of the apparatus is filled in 3
layers, each layer tamped with 25 strokes of
a tamping rod.
(iii) The weight of aggregates is measured
(Weight 'A').
6. PROCEDURES:
(iv) The surface of the aggregates is then leveled
and the plunger inserted. The apparatus is
then placed in the compression testing
machine and loaded at a uniform rate so as to
achieve 40t load in 10 minutes. After this, the
load is released.
(v) The sample is then sieved through a 2.36mm
IS Sieve and the fraction passing through the
sieve is weighed (Weight 'B').
(vi) Two tests should be conducted.
7. CALCULATION:
• Aggregate crushing value = B/A x 100%
• The result should be recorded to the first
decimal place and the mean of the two results
reported.
• To achieve a high quality of pavement,
aggregate possessing low crushing value
should be preferred.
8. APPLICATION:
• The test can be used to asses the suitability of
aggregates with reference to the crushing
strength for various type of pavement
components.
• The aggregates used for the surface course of
pavements should be strong enough to
withstand the stresses due to wheel loads
including the steel tyre of loaded bullock-
carts